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Appendix B-3 25-year and 100-year Rational Method Model <br /> History Cleared: 11:30:09 Thursday,July 05, 2018 <br /> ROUTEHYD [] THRU [Untitled] USING Everett AND [25 yr] NOTZERO RELATIVE <br /> RATIONAL <br /> Reach Area TC Flow Full Q Full nDepth Size nVel fVel CBasin/ <br /> ID (ac) (min) (cfs) (cfs) ratio (ft) (ft/s) (ft/s) Hyd <br /> 6" <br /> RD1 0.3510 15.36 0.5115 0.4310 1.19 Diam 2.6049 2.1950 RDCO #1 <br /> RD2 0.3510 16.06 0.5045 0.9282 0.54 0.3506 8"Diam 2.7119 2.6590 <br /> 8" <br /> RD3 0.3510 16.32 0.4916 1.9202 0.26 0.2301 Diam 4.6003 5.5010 <br /> 6" <br /> RD4 0.0960 15.21 0.1399 1.8816 0.07 0.0923 Diam 5.6145 9.5828 RDCO#4 <br /> 8" <br /> RD7 0.3870 15.83 0.5639 0.9282 0.61 0.3753 Diam 2.7855 2.6590 RDCO#6 <br /> 8" <br /> RD8 0.5210 15.78 0.7592 0.9282 0.82 0.4587 Diam 2.9648 2.6590 RDCO #8 <br /> 8" <br /> RD6 0.9080 16.10 1.2822 1.8093 0.71 0.4144 Diam 5.6230 5.1834 <br /> 8" <br /> RD12 0.5180 15.67 0.7548 1.1354 0.66 0.3975 Diam 3.4782 3.2527 RDCO#9 <br /> 8" <br /> RD11 0.4840 15.79 0.7053 0.9282 0.76 0.4346 Diam 2.9268 2.6590 RDCO#11 <br /> 12" <br /> RD 10 1.0020 16.12 1.4171 3.8701 0.37 0.4185 Diam 4.5489 4.9276 <br /> 12" <br /> RD9 1.0020 18.79 1.4003 1.7308 0.81 0.6821 Diam 2.4536 2.2037 <br /> 12" <br /> RD5 1.9100 19.83 2.4410 1.7308 1.41 Diam 3.1079 2.2037 <br /> 12" Trench - <br /> SD11 1.1440 25.36 1.1007 4.2040 0.26 0.3491 Diam 4.5085 5.3527 Drain CB #1 <br /> 12" Trench <br /> SD 10 1.2800 25.43 1.2316 3.1202 0.39 0.4370 Diam 3.7334 3.9727 Drain CB #2 <br /> RD15 0.3510 15.09 0.5115 0.9932 0.51 0.2544 6"Diam 5.0958 5.0581 RDCO #14 <br /> 6" <br /> RD16 0.4100 15.10 0.5975 1.2814 0.47 0.2397 Diam 6.4208 6.5261 RDCO #15 <br /> 6" <br /> RD17 0.5490 15.11 0.8000 1.1139 0.72 0.3140 Diam 6.1631 5.6731 RDCO#16 <br /> 6" <br /> RD18 0.5510 25.11 0.5302 1.2491 0.42 0.2271 Diam 6.1137 6.3616 RDCO #17 <br /> �� 11 6" <br /> �� - <br />